HomeMy WebLinkAboutCAG2019-084 - Change Order - #31 - Scarsella Brothers, Inc. - LID 363: S 224th Street Project - 01/19/2023l
Agreement Routing Form
KENT For Approvals, Signatures and Records Management
This form combines & replaces the Request for Mayor3 Signature and Contract Cover Sheet forms.
(Print on pink or cheny colored paper)WasHtNGtoN
E
oLa.a
Originator:
S. Anderson
Department:
PW Engineering
Date Sent:
1t18t2023
Date Required
1t23t2023
Authorized to Sign:
E Director or Designee EI Mayor
Date of Council Approval
2119t2019
Budget Account Number:
R90094.641 10.'120
Budget? EYes ENo
Grant? EYes ENo
Type: N/A
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ELo5
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]Pg
o
EooLIn
Vendor Name:
Scarsella Bros., lnc
Category:
Contract
Vendor Number:
34547
Sub-Category:
Change Order #31
ProjectName: LID 363: S 2241h St Project
Project Details:Remove and replace the guardrail at218th. This work tracked on FA sheet
#224.
Agreement Amount: $5,369.84
Start Date: N/A
Basis for Selection of Contractor: $ld
Termination Date: 225 Working DayS
Local Business? E Yes E No*
*lf meets requirements per KCC 3.70.100, please complete "Vendor Purchase-Local Exceptions" form on Cityspace.
Notice required prior to disclosure?
ElYes E No
Contract Number:
cAG2019-084
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+,5\o
.a -sagE,i
Gtr
.9UI
Date Received by City Attorney:
.lAN I 5 2023
DEPT.KENT LAW
Comments:
Date Routed to the Mayor's Office:
Date Routed to the City Clerk's Office:
ad((W223/l 1 20 Visit Documents.KentwA.gov to obtain copies of all agreements
t
KENT
NAME OF CONTMCTOR
CONTMCT NAME & PROJECT NUMBER:
ORIGINAL CONTMCT DATE:
CHANGE ORDER NO. #31
Scarsella Bros. Inc. ("Contractor")
Lid 363: S 224tn Street Project
February 19. 2019
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the pafties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add
additional work or revise existing work as follows:
In addition to work required under the original Agreement and any prior
Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
Remove and replace the guardrail at 218th. This work tracked on FA
sheet #224.
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum,
(including applicable alternates and
wssT)
$8,423,307.67
Net Change by Previous Change Orders
(incl. applicable WSST)
$891,968.83
Current Contract Amount
(incl. Previous Change Orders)
$9,315,276.50
Current Change Order $5,369.84
Applicable WSST Tax on this Change
Order
$o.oo
Revised Contract Sum $9,120,646.34
CHANGE ORDER - 1 OF 3
Original Time for Completion
(insert date)
130 working days
Revised Time for Completion under
prior Change Orders
(insert date)
225 working days
Days Required (+) for this Change Order 0 calendar days
Revised Time for Completion
(insert date)
225 working days
In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor
agrees to waive any protest it may have regarding this Change Order and acknowledges and
accepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or connected with any work either covered or affected by this Change Order, including,
without limitation, claims related to contract time, contract acceleration, onsite or home office
overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the
Contractor from strict compliance with the guarantee and warranty provisions of the original
contract, particularly those pertaining to substantial completion date'
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order
shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this project
to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the pafties below have executed this Agreement, which will
become effective on the last date written below.
CONTRACTOR:
By , Q-./rd ff '
/slonature)
Print Name:Qniez '/- '4ilean
Its f$ear fita+ -
(title)
DATE:
CITY OF KENT:
By
Print Name:
(signature)
Dana Raloh
(title)
DATE:
CHANGE ORDER - 2 OF 3
01/19/2023
ATTESTI
Kent City Clerk
APPROVED AS TO FORM:
(appticable if Mayor's signature required)
Kent Law Department
[In lhE neld. you may ente.tie et€ctFnE nlepath where the odtta.t has blen stved]
CHANGE ORDER - 3 OF 3
?--------.="".""" KF.NI
CHANGE ORDER WORKSHEET NO. 31
Construction Engineering Division - Public Works
Fife No. 2OO.2
Project: LID 363 224th St Improvements
Project Engineer: Stephen Lincoln
Capital Projects a^^^- D_..^^+Manaoer= Jason BrYant
Project No:
Fed-Aid No:
Contractor:
14-3010
Scarsella
Date: L/L2/2023
I. Pro osed Chan e
Remove and replace the guardrail @ 218th. This work was tracked on FA sheet # 224
II. Reason and Back round for Chan e
III. Method of Payment
NEW PAY ITEMS I Not applicable
Upon completion of the project the guardrail placed on 218th was damaged mutilple times. The decision
was made to upgrade the guradrail to latest standards. The old guardrail was removed and replaced
with longer posts and anchors per Revision #16. This work was tracked on force account sheet # 224.
Sch.
No Item Description Total Est.
Otv Unit Unit Price Total Estimated Cost of
Item
1
Remove ancl replace guardrall Per
Revision # 16 1 LS $5,369.84 $5,369.84
$
$
New Pay Items Total: $51369.84
DELETE EXISTING PAY ITEM(S) per 1-09.5 ! ruotappricabre
Sch
No.Bid Item No.Item Description Qtv Unit Unit Price Cost of Item
$
$
$
Delete Existing Pay ltems Total: $
Page L
INCREASE/DECREASE TO EXISTING PAY ITEM(S) [ Notappricabre
Sch
No.Bid Item No.Item Description Qtv Unit Unit Price Cost of Item
$
$
$
Increase / Decrease to Existing Pay Items Total: $
*TOTAL ESTIMATED COST OF CHANGE ORDER:$5,369.84
x Total of the Cost of Item Columns
IV. WORKING DAYS
Original Contract:130 Due This Change Order:o Previous Total:L75
Explanation/Justification for Additional Working Days:
*TOTAL WORKING DAYS:L75
* This Change Order + Previous Total
Capital Projects Manager:
Construction Engi neering
Supervisor:
Construction Manager:
/,**J Brya
J Barry
Date:
Date:
Date:
13 L
/3
3
Eric Connor
Page2
KENT
PUBLIC WORKS DESIGN ENGINEERING
Carla Maloney, P.E,
Design Engineering Manager
400 West Gowe
Kent, WA 98032
Fax: 253-856-6500
PHONE: 253-856-55OOWAsHrNcror
Date:
To:
cc:
April L4,202L
Eric Connor, Construction Engineering Manager
Paul Kuehne, Construction Supervisor
Eric Knowles, City Surveyor
lason Bryant, Capital Project Manager
From Mark Madfai, P.E., Design Engineering Supervisor
Craig Morris, Engineering Designer II CAl4
Carla Maloney, P.E., Design Engineering ManagerThrough:
Regarding S.224th Street Improvements - BBth Ave S/S 218th St S 222nd St to 94th pl. S.
Project No. 14-3010C
Revision No, 16
Revise Guardrail as shown on attached drawing.
Replace existing guardrail posts with B foot posts and rebuild shoulder section in
front of guardrail face.
Attachments: Sheet EXHIBIT "A"
City of Kent Public Works Depadment
Timothy J. LaPorte P.E., Public Works Director
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BARRIER. INSTALL 4"CSTC OVER
6"CSBC COMPACTED. AS
SHOULDER TREAruENT AS SHOWN
IN WSDOT DESIGN MANUAL
EXHIBIT 1610-9 CASE 4
REPLACE ALL GUARDRAIL
POSTS WITH 8 FOOT POSTS
EXHIBIT "A"
RIC +TRANG
Chapter 1610 Traffic Barriers
o For W-beam guardrail installed at or near the shoulder, 2 feet of widening behind
the barrier is generally provided from the back of the post to the slope breakpoint
of a fill slope (see Exhibit L610-9, Case 2). lf the slope is 2H:1V or flatter, this
distance can be 2.5 feet measured from the face of the guardrail rather than the
back of the post (see Exhibit 1.610-9, Case 1).
o On projects where no roadway widening is proposed and site constraints prevent
providing the 2-foot shoulder widening behind the barrier, long post installations
are available as shown in Exhibit 1610-9, Cases 3, 4, 5, and 5. When installing
guardrail where the roadway is to be widened or along new alignments, the use of
Cases 5 and 6 requires a Design Analysis.
Exhibit 1610-9 Beam Guardrail Post lnstallation
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. 2sft
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llaller
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. 2ft
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CASE 5
2.5 ft
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flatter
CASE 3
CASE 6
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Notes:
o Use Cases 1 and 3 when 2.5-foot or greater
shoulder widening exists or will be constructed from
face of guardrail to the slope breakpoint.
r Use Case 2 when 4.O-foot or greater shoulder
widening exists or will be constructed from face of the
guardrail to the slope breakpoint,
r Use Cases 4, 5, and 6 when less than a 2,5-foot
shoulder widening @from
face of guardrail to the slope breakpoint_jseg
1510.04(2)).
o Cases shown do not apply to terminals, transition
sections. or anchors. lnstall terminals, transition
sections. and anchors per the Stsndsrd Plans.
r Cases shown onlv applv to standard euardrail run
installations that are placed parallel to the roadwav.
Applv Case 2 when installing guardrail on a flare (see
Section 1610.03(4)).
r See Exhibit 1239-4 for shoulder widenins/eradine
details associated with suardrail.
WSDOT Design Manual M 22-01.19
September 2020
Page 1610-17
Brvant, Jason
From:
Sent:
To:
Subject:
Kuehne, Paul
Wednesday, June 30, 2021 5:23 PM
Bryant, Jason
FW:Approval Needed for Revision #16 Guardrail,2l6th ST and 98th Ave - LID 363
2241h Phase 2
Again sorry for mistakenly not cc you on the email sent to Chad
Chad says it's a go.
Paul Kueh ne, Construction Engineering Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253 856-5543 | Cell 206 549-23L4
PKuehne(irKenlWA,gov
CITY OF KENT, WASHINGTON
From: Bieren, Chad <CBieren@kentwa.gov>
Sent: Wednesday, June 30,2O2I5:01 PM
To: Kuehne, Paul <PKuehne@kentwa.gov>
Cc: Peterson, Kelly <KPeterson@kentwa.gov>; Connor, Eric <EConnor@kentwa.gov>; Maloney, Carla
<CMaloney@kentwa.gov>; Araucto, Joseph <JAraucto@kentwa.gow; Brown, Rob <RBrown@kentwa.gov>
Subject: RE: Approval Needed for Revision #15 Guardrail, 216th ST and 98th Ave - LID 363 224th Phase 2
Hi Paul,
Please proceed with the installation.
Thanksl
Chad
KENT
!a^tFrrdt$x
Chad Bieren, P.E. Public Works Director
Engineering Administration I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5534 | Cell 253-74O-9139
qb-ie.i.en @ K ern tlv A. g o v
www.KgnlY'tlAgov H :'-,:.W
From: Kueh ne, Pa u I <PK-WXne-Rkentwa.gov>
Sent: Wednesday, June 30,2O2t 3:0L PM
To: Bieren, Chad <CBieren@kentwa.goy>
Cc: Peterson, Kelly <(Pe!el:sqj-1-@l(en!i,yg.gq"J>; Connor, Eric <ECglllgt@kentlya.gov>; Maloney, Carla
I
<CMalonSrPkentwa.eov.>; Araucto, Joseph <lAtaqctoPkerytwq$ov>; Brown, Rob <RBro-wn@-lSgn-tgAHqy>
Subject: Approval Needed for Revision #16 Guardrail, 216th ST and 98th Ave - LID 363 224th Phase 2
Hello Chad,
Revision 16, has been vetted through Design, Traffic, Operations, and Construction.
It involves removing; 50'of guardrail, 6'steel posts, and an end beam termination.
Replacing with; guardrail, 8'steel posts and a 15'radius termination.
The need for the change became apparent after traffic strikes on the existing guardrail in this
area and internal expert review and outside collaboration with concurrence from the leading
guardrail Contractor in the region. The Contractor's bid to perform this work is $5,361.L7 prior
to prime contractor markup. This quote is competitive for work of this type and compares
favorably when examined against similar work on other projects. To reduce risk to the City and
to catch a window of availability to fit this into the Contractor's schedule an answer is necessary
before noon tomorrow or preferably before the end of business today.
€I*b BEATI CTJAI1DRAIL
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Paul Kuehner Construction Engineering Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253 856-5543 | Cell 2O5 549-2314
PKuehne.@Kc$!ryA"gov
CITY OF KENT, WASHINGTON
q
HP}
2
Bryant, Jason
From:
Sent:
To:
Subject:
Dan Rivera <dan.r@SCARSELLABROS.com>
Thursday, luly 1, 2021 3:15 PM
Bryant, Jason
RE: 2'16th ST and 98th Ave G/R LID 363 2241h Phase 2- Revision # '16
Expect work to be completed on July 6th. THX!
Dan A. Rivera I Project Manager
Scarsella Bros, lnc.
PO Box 68697 I Seattle, WA 98168
Cell (2s3) 26I-8432
From : Brya nt, Jason Imai lto J Brya nt@ kentwa.gov]
Sent: Thursday, July t,2OZL 11:45 AM
To: Dan Rivera <dan.r@SCARSELLABROS.com>
Subject: RE: 216th ST and 98th Ave G/R LID 363 224th Phase 2- Revision # 16
Dan,
Please have Peterson Brothers proceed with the work, If they happen to give you a date they will
be there please let me know.
Thank you,
Jason Bryant, Capital Projects Manager
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5541 | Cell 253-261-5663
JBryant(oKentWA.qov
CITY OF KENT, WASHINGTON
KentwA.gov Facebook YouTube
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EXTERNAL EMAIL
8ns6- $rf
L
EXTERNAL EMAIL
From: Dan Rivera <da n. r@SCARS_ELLABROS.com>
Sent: Wednesday, June 30,20211:30 PM
To: Bryant, Jason <JBrvant@ kentwq.goY>
Subject: RE: 215th ST and 98th Ave G/R LID 363 224th Phase 2- Revision # 16
Does this look correct? THX!-
Dan A. Rivera I Project Manager
Scarsella Bros. lnc.
PO Box 68697 I Seattle, WA 98168
Cell(253) 261-8432
From : B rya nt, J aso n I m_q i llg.: J B rva nt@ ke ntwa.gqy]
Sent: Wednesday, June 30,2O2L 12:15 PM
To: Dan Rivera <dan. r@SC{RSELLABROS.cqm>
Subject: RE: 216th ST and 98th Ave G/R LID 363 224th Phase 2- Revision # 16
Dan,
Do you happen to have a quote from Peterson Brothers?
Thank you,
Jason Bryant, Capital Projects Manager
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5541 | Cell 253-261-5663
J Brv a nt6) Ke n tw-A.g-o*v
CITY OF KENT, WASHINGTON
KentWA.gov Facebook YouTube
a-'i-;':r:::::1.:tltj:-:.:i:ii;i::r;-:i-i::::.:iii::::.::::;:j::;::.i.:!::-:::at.ii.lllia.;{.i'iiia:::-}:,:-:1,
From : Da n Rivera <ela n. r@SCA.BIE Lt AERQS,a9$>
Sent: Wednesday, June 30,2O2t 9:33 AM
To: Bryant, Jason <i Srvant@l<entwa.qov>
Subject: RE:216th ST and 98th Ave G/R LID 363224th Phase 2- Revision # L6
2
EXTERNAL EMAIL
Jason - Do you have enough property behind the G-Rail? I thought we were up against the property line as it was. I
think we would be encroaching on the neighbors property in order to fill it. I would say go w/Option 1, which is
Petersen Brothers suggestion correct?
Dan A. Rivera I Project Manager
Scarsella Bros. lnc,
PO Box 68697 I Seattle, WA 98168
Cell(2s3) 261.-8432
From : B rya nt, J aso n I m a i ltq-:lFg.g nt @ ke nlwa.sqV]
Sent: Wednesday, June 30,2O2t9:27 AM
To: Da n Rive ra <da ntRS-eARS *LABF05.co.ltr>
Subject: FW: 216th ST and 98th Ave G/R LID 363 224th Phase 2- Revision # 1"6
Dan,
Good morning sir. Sorry I was out of the office for the last few days. Below is an email from
Carla with two options for the guardrail on the top of 21Bth. Please take a look and let me know
what you think.
Thank you,
Jason Bryant, Capital Projects Manager
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5541 | Cell 253-261-5663
JBryant@)KenLWA.qov
CITY OF KENT, WASHINGTON
KentwA.gov Facebook YouTube
ili..i;!:i:::: i..::::':!.;i;i:::: -:-ttS f.-jt'li!i:t-::il:'ti::i"l- i.lii;:i-:ltr:::ir:-i-i-li:i.: :- ... .. ....
From: Maloney, Carla <CMalonev@kentwa.gov>
Sent: Thursday, June 24,202L 10:14 PM
To: Bryant, Jason <J Bryant@ kentwa.gov>
Cc: Con no r, Eric <ECon tgl@ kqntwa. gov>; Brown, Rob < R B_Iown @.ke nilva.&ov>
Subject: RE: 216th ST and 98th Ave G/R LID 363 224th Phase 2- Revision # L6
3
Jason -you have two options that will serve our needs.
Option 1 - Contractor proposal - The proposal they suggested appears to be an adequate
solution/response to our request to install long posts.
Option 2 - Backfill behind the guardrail, Without knowing the length of the posts in place, I'll
assume it is a minimum 6' post. With that, Case 1 or Case 2 is what we need to revise to. Since
we are filling behind the posts, I recommend Case 2 with the 2ft widening behind the barrier. I
will also assume the grade difference between the road grade and the grade below to be 5ft.
With a foreslope of 2:L, the total width from the back of the post to where we catch existing
grade would be 12 ft (2ft widening and 1Oft width for slope). According to sheet 25A of 34,
approximately 17 ft from the edge of pavement is available to the R/W line. If we include an
additional 4ft(2 ft from edge of pavement to face of barrier and 2 ft for guardrail) we are still
within R/W (12ft + 4ft - total 16ft), with one foot to spare. Stake R/W to ensure adequate width
for fill material placement and work within R/W. Please let me know if you would like for Design
to talk with the property owner to let them know about the work,
Simplified Option 2 without narrative:
Place fill material (Embankment, Method A compaction) behind guardrail to meet case 2 shown
below with minimum 2:1 slope/slope NTE 1:1. Ensure grade from edge of pavement and
beneath barrier are 10H:1V or flatter. Adjust guardrail height as needed to meet 10:1 grade in
front/beneath guardrail.
4
StW:{er tf t0
Fsr W-bearn guardrail instel*ed a.t or fie+r the shou$der, ,
the barrier is generalEy previded fnom th.s back sf the po
ef * ftll rlape [see Fxfrib,it 1510-S, fase 2J. lf thc rlape is I
dlctance can be I,i feet ssteasured from the faae of the I
birck of the post {ree Erl"ribit 1618-9, Case 11.
ilrr gr*jeett lqfte{* r}0 t'{ad,*fl!,tvxdrunlrtg ll prnpcrtr.ur} lqt,
pr,ov*ding thp Z.{unl sheu*der v,'iden*rlg hehind the ba,rri'
are.ava{lsble *s shown in Erhihit 161fl-S, Cases,$, d, 5. *r
gu.rrulira,ll wherr tlte rq,:dway rs t{r br uririe;retl or ahng r
Cils{rs 5;tnej {i requires n E*.sif,ru Ana*?ti$,
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GASE 1 CASE 2
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DEUi.TEATORS (CAHDI.ESItrS)
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From: Bryant, Jason <JBrvAnt@kentwa.gov>
Sent: Monday, June 21.,20212:11PM
To: M a loney, Ca rla <CM-denevP_kentwa. gov>
Subject: FW: 215th ST and 98th Ave G/R LID 363 224th Phase 2- Revision # 15
Carla,
Have you had a chance to look into this one yet?
Thank you,
Jason Bryant, Capital Projects Manager
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5541 | Cell 253-261-5653
lBrvant@KejtWA.gov
CITY OF KENT, WASHINGTON
KentWA.gov Facebook YouTube
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Fro m : J a ke K i m m e rly < i a kelQ pe_te rse n b.rot h e rs, cq rirl >
Sent: Thursday, June t7, 2O2t 8:40 AM
To: M a loney, Carla <QJV!a lo[ey@ kentwa.go_v>
Cc: Bryant, Jason <JBrvant@kentwa.gov>
Subject: RE: 216th ST and 98th Ave G/R LID 363224th Phase 2- Revision # 16
Please see attachment of King Co Project, We just completed which might give you a better visual of what I was trying to
propose to you only difference is we would be installing a Type 1"0 anchor verse a Type 1"
When I was on site Tuesday the radius I measured was a 15 degree as well
6
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EXTERNAL EMAIL
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From: Maloney, Carla <CMfl lgnev@kentwa.gov>
Sent: Thursday, June 17 ,20218:27 AM
To : J a ke Ki m me rly < i a ke @ pete rse n b.rqlhels. com >
Cc: Bryant, Jason <JBrvqnt@kentwa.goy>
Subject: 216th ST and 98th Ave G/R LID 363 224th Phase 2- Revision # L6
Jake -
Nice talking with you. Looking forward to viewing the KC examples
Carla Maloney
2s3-508-3593
7
r'lt
FA Sheet No.:224
DAILY REPORT OF
FORCE ACCOUNT WORKED G
Project Name: LID 363 224th St Phase 2 Proj ect No: 14-3010
Item No.: Chanqe Order # 31 Date: 711012021
Description of Work: Remove and reolace the quardrail per Revision # 16
Prime Contractor: Scarsella
Work by Subcontractor?: No
Sub-Contractor:
T.ABOR
NAME CODE OCCUPATION
STRAIGHT TIME OVERTIME DOLLAR
AMOUNTHrsHourly Rate l-lrs OT Rate
Rob E Foreman 80.56 107.94 $
Tvw Pipe Laver 68.84 99.58 $
Eddie D Operator 87.33 99.58 $
Blake R Laborer App 95%55.94 to.tz $
Tania L TCS 55.86 75.99 $
Dave J Foreman 93.16 107.94 $
SUBTOTAL - LABOR: $
LABOR OVERHEAD & PROFIT @ 31% $
LABOR TOTAL $
EQUIPMET.IT
EQUIPMENT OR ATTACHMENTS
Equipment # Equipment Description
OPERATED STANDBY DOTLAR
AMOUNTllrsHourly Rate Hrs Standby Rate
3-122 2016 F250 46.62 $
lcon Materials 181.63 $
17-244 Cat 314 Excavator 73.84 $
2-233 2010 F150 1S.76 $
1 5-092 938G Loader 57.88
SUBTOTAL. EOUIPMENT
EQUIPMENT OVERHEAD & PROFIT @ 21%
EQUIPMENT TOTAL
$
$
s
MATERIALS / SERVICES Quantity Units Unit Price DOLLAR AMOUNT
Peterson Elrothers lnvoice # 2107901 1 ea $ 4,794,50 $4,794.50
$
b
c
$
SUBTOTAL
0VERHEAD&PROFrr@12%
TOTAL
a 4,794.50
$575.34
s s,369.84
Verification of Hours Worked rorAl: $ 5,369.84
12% MARKUP (for prime when
subcontract work)$
SHEETTOTAL: $5,369.84oate /k 23
0h
Pay Estimate Entered:
Date:
By:
Daw 111112023
t,
Petersen Brothers, lnc.
2008 East Valley Hwy
Sumner, WA 98390
(253)863-8136
Scarsella Brothers, lnc.
P.O. Box 68697
Seattle, WA 98168-0697
CONTRACT lD: 21-079
LID 363 - 224tn St Project
LOCATION: 17'15 KenUUse Tax
INVOICE lD: 2107901
DRAW lD: 2107901
DATE: Julv 10.2021
SALESPERSON
CUSTOMER ID: SCARSELLAB
PO #: 14-3010
Item Description Units
Contracted
Unit of
measure
Unit
Price
Total Units
in Place
Units in
Place this
Period
Current
Billing
A1 RemoveMSKTTL3
A2 Remove Guardrail Type 31
A3 lnstall Type 31 GR, 8'SP
A4 Type 10 Anchor (15' Radius)
A5 Vac Holes (Utility Conflict)
A6 3 Way Trafiic Control
1.00 EA
6.25 LF
50.00 LF
1.00 EA
11.00 EA
20.00 HR
252.68
17.36
35.64
1 ,181.43
66.56
65.22
1.00
6.25
43.25
1,00
11.00
15.00
1.00
6.25
43.25
1,00
11.00
15.00
252.68
108.50
't,541.43
1 .181.43
732.16
978.30
Total 4,794.5Q
lnvoice Sub{otal
Amount due this lnvoice
4,794.50
$4,794.50
Billed to date:
Paid to date:
Retainage
Total amount due
4,794.50
0.00
$4,794.50
Current week quantities are estimated and subject to verification and adjustment at contract complelion. For
questions regarding this billing please contact Jean Denison at 253-863-8136, ext. 126.
ftrl
9320700404
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